The Grouting Technology of Large-Section Highway Tunnel in Water-Rich Karst Formations

Author:

Zhou Chao Yue1,Fang Yong1,Fu Ya Peng1,Cui Ge1

Affiliation:

1. Southwest Jiaotong University

Abstract

It is a challenge to deal with karst in the construction of large cross-section tunnel. Under the background of Shuangbei Highway Tunnel, a new kind of grouting technology is introduced. According to hydrogeology, field tests are carried out to select grouting materials and proportion of mixture. Combined with the project practice, grouting construction technology is discussed such as grouting equipments, grouting parameters, operation technique, grouting ending standards. It has been proved that the technology is effective in tunnel construction.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference7 articles.

1. Baoshu Guan. The Betting Waterproof Technology of Rock Tunnel [M]. Beijing: Railroad Publishing house of China, 2001. In Chinese.

2. Jiahong Du , Chongrui Zhang. The Concise Manual of Grouting Engineering in Underground Construction [s] Science press publishing, 1998. In Chinese.

3. GBJ108- 87, The Specification of Underground Waterproof Technology. In Chinese.

4. Zhiguo Li. The Processing Technology of Tunnel Kars[J]. Journal of Railway Engineering, 2002, (4): 61-67. In Chinese.

5. Dingli Zhang, Zhiguo Li. The Analysis of High-pressure And Rich-water Tunnel's Grouting System[J]. Rock and Soil Mechanics, 2004, 25(7): 1151-1154. In Chinese.

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